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HomeMy WebLinkAboutProduct Approval Design Data and Installation Schedule KIM WONJA PAGE-01 Opening Shutter Anchorage Shutter Wind Anchor Type Max.Anchor Notes Number Type Top/Bottom Height Pressure Tapcon, Rawl Spacing C, M,W Inches PSF Neg. Lag ect. Inches Upper/Lower Upper/Lower 1 FRONT DOOR 2 ACCORDION CEMENT 90 39.4 TAPCONS 12/12 3 ACCORDION CEMENT 90 39.4 TAPCONS 12/12 4 ACCORDION CEMENT 90 39.4 TAPCONS 12/12 5 ACCORDION CEMENT 60 39.4 TAPCONS 12/12 6 ACCORDION CEMENT 81 39.4 TAPCONS 12/12 7 ACCORDION CEMENT 72 39.4 TAPCONS 12/12 8 ACCORDION CEMENT 72 39.4 TAPCONS 12/12 9 ACCORDION CEMENT 72 39.4 TAPCONS 12/12 10 ACCORDION CEMENT 104 39.4 TAPCONS 12/10 BACK SLIDING GLASS DOOR. 11 ACCORDION CEMENT 72 39.4 TAPCONS 12/12 12 ACCORDION CEMENT 72 39.4 TAPCONS 12/12 13 ACCORDION CEMENT 72 39.4 TAPCONS 12/12 14 ACCORDION CEMENT 72 39.4 TAPCONS 12/12 15 ACCORDION CEMENT 83 39.4 TAPCONS 12/12 16 ACCORDION CEMENT 72 39.4 TAPCONS 12/12 17 18 19 20 21 22 23 24 25 26 27 07/01/2015-9:22am DanIeIG VAProjeclsl_2014-MPS1400 Wind Charts\ Reference100-MPS14-400 Series C&C(Current).dwg 5th ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 150 MPH MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDINGEXPOSURE 'CT BASED ONKd=0.85• INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF)-ZONE 5 INSTRUCTIONS FOR TABLE USE: Roof _ Tributa Area S Ft R f TributaryFt Area 5 1. TABLES ARE INTENDED TO p$2, ORST CASE'PRESSURES.'WORST CASE'IS H , 10-z`%l 1 20 25 30 I ,10;x;'\5 20 25 30 35 40 45 50 DEFINED AS THE CR pp(�QEQj N WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO �' ITH THESE TABLES. ry31 9` `31. -30.6 -30.2 -29.8 -2 _ 39�-°= .8 -36.7 -35.9 -35.2 -34.6 -34.1 -33.6 -33.2 2.TABLES VALID 0 ROOF HEIGHT AS LIMITED ABOVE. X25. +28.1 +27.7 +27.3 + 0 L.+29.4� +8.6 +28.1 +27.7 +27.3 +27.0 +26.8 +26.5 +26.3 3 TABLES VALID F APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10D SHA INEER AS A SITE SPECIFIC CONDITION. -32:4'_ -31 -31.0 -30.6 -30.2 -2 2 =39:9" 38.4 -37.3 -36.4 -35.7 -35.1 -34.6 -34.1 -33.7 4.IDENTIFY THE B OF HEIGHT.IF THE MEAN ROOF HEIGHT 16 ft +2 . .0 +28.5 +28.1 +27.7 + 16 ft +29.0 +28.5 +28.1 +27.7 +27.4 +27.1 +26.9 +26.7 CANNOT BE IDENTIF T. 32.8 -32.0 -31.4 -31.0 -30.6 -30. 6 40.5 -38.9 -37.7 -36.9 -36.1 -35.5 -35.0 -34.5 -34.1 5.ALWAYS ROUND LE VALUE OR CONSERVATIVE ASSUMPTION. 6.CALCULATE THE TRI E OP NING IN QUESTION(HEIGHT WIDTH)OR 17 ft +30.2 +29.4 +28.9 +28.4 +28.1 +27.8 +27.5 7.1 17(t +30.2 +29.4 +28.9 +28.4 +28.1 +27.8 +27.5 +27.3 +27.1 THE SPAN LENGTH(HEIGHT)M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -33.2 -32.4 -31.8 -31.3 -31.0 -30.7 -30.4 -30.2 -30.0 -40.9 -39.3 -38.2 -37.3 -36.6 -36.0 -35.4 -35.0 -34.5 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT 2/3).USE THE AREA BETWEEN STRUCTURAL 18 k +30.6 +29.8 +29,2 +28.5 +26.4 +28.1 +27.8 +27.6 +27.4 18 ft +30.6 +29.8 +29.2 +28.8 +26.4 +28.1 +27.8 +27.6 +27.4 OPENAREAINGS ONLY-THIS INCLUDES AREAS BETWEEN OF AN OPENING CANNOT BE IDENTIFIED,THE MOST STRUCTURAL (0 SQUARE TRIBUTARY SHALL -33.5 -32.7 -32.2 -31.7 -31.3 -31.0 -30.8 -30.5 -30.3 -41.4 -39.8 -38.6 -37.7 -37.0 -36.4 -35.8 -35.4 -34.9 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 19ft +30.9 +30.1 +29.5 +29.1 +28.7 +28.4 +28.1 +27.9 +27.7 19 ft +30.9 +30.1 +29.5 +29.1 +25.7 +26.41+28.1 +27.9 +27.7 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 7.IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER 33.9 -33.1 -32.5 -32.1 -31.7 -31.4 -31.1 -30.9 -30.6 -41.9 -40.2 -39.0 -38.1 -37.4 -36.8 36.2 -35.7 -35.3 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 20 ft +31.3 +30.4 +29.9 +29.4 +29.0 +28.7 +28.4 +28.2 +28.0 20 ft +31.3 +30.4 +29,9 +29.4 +29.0 +28.7 +28.4 +28.2 +28.0 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -34.3 -33.4 -32.8 -32.4 -32.0 31.7 -31.4 -31.2 -31.0 -42.3 -40.6 -39.4 -38.5 37.8 -36.1 -35.7 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 21 k +31.6 +30.8 +30.2 +29.7 +29.3 +29.0 +28.7 +28.5 +28.3 21 ft +31.6 +30.8 +30.2 + +28.3 9.FOR SITUATIONS THAT REQUIRE Kd-1.0,TABLE VALUES ARE UNDER-DESIGNED BY A 22 ft -34,6 -33.8 -33.2 -32.7 -32.3 -32.0 -31.7 -31.5 1-31.3 1 22 ft -42.7 -41.0 -39.8 -3 .5 56.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. +31.9 +31.1 +30.5 +30.0 +29.6 +29.3 +29.0 +28.8 1+28.6 +31.9 +31.1 +30.5 + 8.8 +28.6 GENERAL NOTES: -34.9 -34.1 -33.5 -33.0 -32.6 -32.3 -32.0 -31.8 -31.6 -43.1 -41.4 -40.2 - 3 6.8 -36.4 1.TABLES 23 ft IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN +32.2 +31.3 +30.7 +30.3 +29.9 +29.6 +29.3 +29.0 +28.8 23 k +32.2 +31.3 +30.7 + +28.8 METHODOLOGY"P R ASCE 7 TO BE -10 SECTION 2. 4.1 AND CHAPTER 30 PART 1 OR 3,USING THE 35.2 -34.4 -33:8 -33.3 -32.9 -32.6 -32.3 -32.1 -31.8 -43.5 -41.8 -40.6 -3 . -36.7 CRITERIA AS OUTLINED HEREIN. D AND DESIGN IS BASED24 k FOR THE WIND SPEE +32.5 +31.6 +31.0 +30.6 +30,2 +29.8 +29.6 +29.3 +29.1 24 ft +32.5 +31.6 +31.0 +30.6 +30. 9.6 +29.3 +29.1 EXPOSURE SPECIFIED.OTHESE TABLES NOT FORTHE 3 SECOND GUST(WIND USE WITH ESSEVELOCITYNTIAL FACILITIES OR ASSEMBLY -35.5 -34.7 -34.1 -33.6 -33.2 -32.9 -32.6 -32.3 -32.1 -43.9 -42.1 -40.9 -40.0 -39.2 -38.5 -37.5 -37.0 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 25 ft +32.8 +31.9 +31.3 +30.8 +30.4 +30.1 +29.8 +29.6 +29.3 25 ft +32.8 +31.9 +31.3 +30.8 +30.4 +30.1 +29.8 +29.6 +29.3 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpI=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH 26ft -35.8 -35.0 -34.3 -33.9 -33.5 -33.1 -32.9 -32.6 -32.4 26ft -44.2 -42.5 -41.3 -40.3 -39.5 -38.9 -38.3 -37.8 -37.3 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR +33.0 +32.2 +31.5 +31.1 +30.7 +30.3 +30.1 +29.8 +29.6 +33.0 +32.2 +31.5 +31.1 +30.7 +30.3 +30.1 +29.8 +29.6 WALLS AND VERTICAL SURFACES ONLY. 27 ft 36.1 -35.2 -34.6 -34.1 -33,7 -33.4 -33.1 -32.9 -32.6 27 ft 44.6 -42.8 41.6 40.6 -39.8 -39.2 -38.6 -38.1 -37.6 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED&RAISED SEALED BY FRANK L.BENNARDO,P.E. +33.3 +32.4 +31.8 +31.3 +30.9 +30.6 +30.3 +30.0 +29.8 +33.3 +32.4 +31.8 +31.3 +30.9 +30.6 +30.3 +30.0 +29.8 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -36.4 -35.5 -34.9 -34.4 -34.0 -33.7 -33.4 -44.9 -43.2 -41.9 40.9 -40.1 -39.5 -38.9 -38.4 -37.9 USE OF THESE TABLES AND COR ES ING WIND VELOCITY,EXPOSURE,AND OTHER 28 ft NG +33.6 +32.7 +32.0 +31.6 +31.2 + 8 ft +33.6 +32.7 +32.0 +31.6 +31.2 +30.8 +30.5 +30.3 +30.0 BUILDING DEPARTMCOEFFICIENTS E N NJ RRANTY FORA APPLICAD VERIFIED BY THE BILITY OF TABLE -36.7 -35.8 -35.1 -34.7 -34.3 -3 -45.3 -43.5 -42.2 -41.2 -40.4 -39.8 -39.2 -38.7 -38.2 VALUE USE IS OFFER 29 ft +33.8 +32.9 +32.3 +31.8 +31.4 + 29 ft +33.8 +32.9 +32.3 +31.8 +31.4 +31.1 +30.8 +30.5 +30.3 S.THIS SPECIFICA I ER ANY PRODUCT APPROVED CERTIFICATION. RE MITTED TEST CRITERIA AND OTHER -36.9 -36.0 -35.4 -34.9 -34.5 -3 -45.6 -43.8 42.5 -41.5 -40.7 -40.0 -39.5 -38.9 -38.5 APPROVALS FOR DE MATION AND APPLICABILITY OF THESE TABLE 30 ft +34.0 +33.2 +32.5 ,+32.0 +31.6 + 30 ft +34.0 +33.2 +32.5 +32.0 +31.6 +31.3 +31.0 +30.7 +30.5 VALUES WHICH IST V CCORDANCE WITH GOVERNING CODES. 6.ADHERE TO ALL TEM ORDINANCES. -37,4 -36.5 -35.9 -35.4 -35.0 -3 . -46.2 -44.4 43.1 -42.1 -41.3 -40.6 -40.0 -39.5 -39.0 7.NO CERTIFICATIO OF THE HOST STRUCTURE. 32 ft +34.5 +33.6 +33.0 +32.5 +32.0 +31.7 +k 0.9 32 ft +34.5 +33.6 +33.0 +32.5 +32.0 +31.7 +31.4 +31.1 +30.9 B.EXCEPT AS EXPRESSLY P IN,NO ADDITIONAL CERTIFICATIONS OR 35 ft -38.2 -37.2 -36.6 -36.1 -35.6 -35.3 -35.0 -34.7 -34.5 35 It -47.1 -45.2 -43.9 -42.9 -42.1 -41.4 -40.8 -40.2 -39.7 AFFIRMATIONS ARE INTENDED. +35.2 +34,2 +33.6 +33.1 +32.7 +32.3 +32.0 +31.7 +31.5 +35.2 +34.2 +33.6 +33.1 +32.7 +32.3 +32.0 +31.7 +31.5 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF -39.2 -38.3 -37.6 -37.1 -36.7 -36.3 -36.0 -35.7 -35.5 -48.4 -46.5 -45.2 -44.1 -43.3 -42.5 -41.9 -41.4 -40.9 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT 40 ft +36.2 +35.2 +34.5 +34.0 +33.6 +33.2 +32.9 +32.6 +32.4 40 ft +36.2 +35.2 +34.5 +34.0 +33.6 +33.2 +32.9 +32.6 +32.4 DIMENSION OR 3FT(Sm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF 45 k -40.2 -39.2 -38.6 -38.0 -37.6 -37.2 -36.9 -36.6 -36.3 45 ft -49.7 -47.7 -46.3 -45.2 -44.4 -43.6 -43.0 -42.4 -41.9 a a EAVE HEIGHT +37.1 +36.1 +35.4 +34.9 +34.4 +34.1 +33.7 +33.5 +33.2 +37.1 +36.1 +35.4 +34.9 +34.4 +34.1 +33.7 +33.5 +33.2 41ilo ROOF 41.1 -40.1 -39.4 -38.9 -38.4 -38.0 -37.7 -37.4 -37.2 -50.8 -48.8 -47.4 -46.3 -45.4 -44.6 -43.9 -43.4 -42.8 HEIGHT 50ft +37.9 +36.9 +36.2 +35.7 +35.2 +34.8 +34.5 +34.2 +33.9 50k +37.9 +36.9 +36.2 +35.7 +35.2 +34.8 +34.5 +34.2 +33.9 Q -42.0 -40.9 -40.2 -39.7 -39.2 -38.8 -38.5 -38.2 -37.9 -51.8 -49.8 -46.3 -47.2 -46.3 -45.5 -44.8 -44.2 -43.7 ss ft ss ft +38.7 +37.7 +36.9 +36.4 +35.9 +35.5 +35.2 +34.9 +34.6 +38.7 +37.7 +36.9 +36.4 +35.9 +35.5 +35.2 +34.9 +34.61 a 42.7 -41.7 -41.0 -40.4 -39.9 -39.5 -39.2 -38.9 -38.6 -52.8 -50.7 -49.2 -48.1 -47..1 -46.3 -45,7 -45.0 -44.5 O 60 ft +39.4 +38.4 +37.6 +37.1 +36.6 +36.2 +35.8 +35.5 +35.3 60ft +39.4 +38.4 +37.6 +37.1 +36.6 +36.2 +35.8 +35.5 +35.3 WALL ZONE FIGURES IS ET In o o REMARKS DRWN CHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING c m O INITISSUE GSS TSB 03/05/12 -_ mO m 3 REV•BJUSTED HEIGHTS GSS TSB 04/09/12 (2 014) EXPRESS® ! Q� �� a� m REV 2014 FBG DGM TSB 06/10/15 \ / A rn r -R 2 - - - ASCE 7-10 CHAPTER 30 $ AQ1 L--] CORPORATE OFFICE: z L.• m DESIGN LOADS FOR COMPONENTS&CLADDING 160 SW 12th AVENUE, SUITE:.lOfi m `Oz z MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 o v z THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-0660 F:(954)354.0443 z mA• ! p AND SHALL NOT GE REPRODUCED IN WHOLE OR PART WITHOUT c 3 0 -p Q CERT OF AUTH 1{9885 M 6 o WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS. �S 0 ADDITIONS,OROTHER MARKINGS TOTHIS DOCUMENT ARE NOT ASCE 7 O E:HELLO@ENGINEERINGEXPRESS,COM M oI o PERMITTED AND INvaIDATEouRCERnncnnDN. ENGINEERINGEXPRESS.COM m 12/11/2016 Florida Building Code Online �ywn , BCIS Home Log In 3 User Registration i Hot Topics Submit Surcharge ' Stats&Facts Publications p FBC Staff * BCIS Site Map Links 1 gSearch' ;fig Product Approval or USER: Public User `ears � n Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL13757-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft. Lauderdale, FL 33309 (954) 493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Thomas B. Johnston Address/Phone/Email 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954) 970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L. BLANCO, P.E. 9 Validation Checklist- Hardcopy Received Certificate of Independence FL13757 R5 COI Indep 2.Ddf FL13757 R5 COI Indep 3.Ddf FL13757 R5 COI Indep.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 https://floridabuilding.org/pr/pr appO.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9RsQOIObF%2f°/p2FmZrDFh7dHzwQ%3d°/pad 1/2 12/11/2016 Florida Building Code Online Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R5 Equiv Equiv 2.Ddf FL13757 R5 Equiv Eauiv 3.pdf FL13757 R5 Equiv Eouiv.Ddf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/21/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 Sujnmary of Products Model,Number or Name Description 137571" 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System 6- "o405'se f Installation Instructions proved for use in HVHZ:Yes FL13757 R5 II Dwg.pdf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See installation drawings for allowable span/pressure j FL13757 R5 AE Eval.odf combinations and additional limitations of use. I Created by Independent Third Party: Yes 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R5 II Dwg 2.Ddf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See installation drawings for allowable span/pressure FL13757 R5 AE Eval 2.pdf combinations and additional limitations of use. Created by Independent Third Party: Yes 13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level "E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ: No FL13757 R5 II Dwa 3.Ddf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +110/-128 Evaluation Reports Other:See product drawing for additional information, FL1.3757 R5 AE Eval 3.pdf anchorage, etc. Created by Independent Third Party: Yes Bac[c fdcxt Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement:: Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: M Cl�dlt C�rtf Safe https://floridabuilding.org/pr/pr_app_O.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9RsQOlObF%2f°/g2fmZrDFh7dHzwQ%3d°/gad 2/2 0111....11,,, 6.8 ACCORDION SHUTTER ....,,,qq�•., FOR USE WITHIN AND OUTSIDE THE HVHZ TABLE 4 TABLE 1 TABLE 2 TABLE 3 ALLOWABLE SPAN SCHEDULE O I�jp FOR USE I TE H2 OR USE WITHIN THE H ALLOQf ALLOWABL�SPAN SCHEDULE MINIMUM SEPARATION FROM GLASS WABLE SPAN ASTM ESSENTIAL FACILITIES ONLY 90 ( �Q ��4 HVHZ HVHZ MINIMUM SEPARATION SCHEDULE MINI FROM GLASS POSITIVE POSITIVE WINO HVHZ FROM GLASS FROM GLASS V WIND LOAD LOAD WITH NEGATIVE POSITIVE POSITIVE ��° � ',„ DESIGN WITH CEMERMATES WIND LOAD DESIGN SHUTTER INSTALLATIONS INSTALLATIONS POSITIVEAND DESIGN SHUTTER INSTALLATIONS INSTALLATIONS 9 WIND UNIMATE ze ALL PRESSURE SPAN DESIGN PRESSURE SPAN s20'ABOVE -3d ABOVE Z w s 76'ABOVE �3d ABOVE NEGATIVE WIND X LOAD(PSF) GRADE GRADE LOAD ALL GPADE GRADE > MOUNTING (PSF) WIND (PSF) UQ�W OR 3: 6 Q CO (IN.)(IN.) (IN.) LOAD MOUNTING (IN.) (IN.) 0^LLV Q W z d g� 23.8 158" Z CD OR 156, 156" 28.3 158" 5.7" 3.5' (PSS CONDITIONS" 80" 3.1' 1.1' Z N o 'y 60" 3.0" 1.1• 50.0 158• 06' 3,1" 1.4" W W Li 26.0 154" 166" 158' 147" 158' 158" 99' 3.0" 1.5' 55.0 156' 8U 120' 3.1' 1.9' N r�] 35.0 142' 150' 168' 120• 3.6• 1.8' BD.O 146' 150" 5.B' 15' O W V J 40.0 137" 145' 158" 168° 5.7" 3.5• 85.0 U3• 88" 3.1" 1.6" O 45.0 127" 141' 158' 80" 3.0" 1.1" 70.0 137' 00" 3.0' 1.8' 75.0 133' 108" 3.1" 1.8" 55.0 126' 134* 158• for 3.0" 1.8" 80.0 128" 40 120" 3.7" 2.Y 56.0 128' 134' 155' 40 120" 3.d' 2.Y 85.0 12fi' 13Y 5.8"' 2.7' 731' 60.0 124' 148" 132" 5.7" 2.8" 60.0 121" 188" 5.8" 4.3" n 86.0 121" 120- 143' 145" 6.7' 9.5" 85.0 176' 80' 3,1" 1.1" 70.0 110• 128' 13r 75.0 117' 124' 737' W. 3.0' 1.1" 100.0 115• 09• 3.1" t.r 80,0 115' 122' 12B" 06' 3.0" LT' 105.0 112' S0 708" 3.1" 2.0" w �I 65.0 113" 12W 125" 60 106" 3.0" 2.0' 170.0 110' 120" 3.1" 2.6" GDA 112' 118• 121" 120" 3.0" 2.6' ,=15;Oi-:,rir107Li 132" 5.8" 3.1" I 174* 5.7" 3.6" 1 9�i720.0��105fj4 158• 5.6' 5.Y U) Q m 05.0 710• 11T 118' 100.0 109' 116' 715" 80" 3.d' 1.Y 126.0 103' 60' 3.1' 1.1' g105.0 107" 112" 112- 80 99" 3.0" 1.9" 130.0 101" 09" 3.1" LB" Q 110.0 108" 110" 110' 108" 3.0" 2.2' 135.0 08" 80 706" 3.1" 2.1" ZZ oT 10r l 115.0 105• 131" 5.7" 3.6' 140.0 OS 120• 3.11 2.7" U Q N 120,0 104" 705• 105, 60" 3.0" 1.2` 145.0 87' 148' S.d' 6.0" d�\ � E sP125.0 - 703" &o"84" 7.0" 1.6" 150.0 86' 60" 3.1" 1.1" ��./' Lu O 8 130.0 - 101" 86' 3.01 2.0" 155.0 88" B4• 3.1" LS E 3 7 135.0 - 89• 128' 5.7" 3.5' 180.0 83' 70 B9' 140.0 - 85' 80` 3.0' 1.2* 165.0 81" 120'. 146.1 - 02" 0o 64' 3,0" 1.7' 170,0 78" 137" 5.8" 4.6" E 150.0 - 89" 88' 3.0' 2.3" 175.0 78" fid' 3.1" LY155.0 go. ., 116° 3.5" 36" 180.0 74" 84' 3.1" LB" Il`'vl FF. 100.0 - 83" 80` 3.0' 1.3' 185.0 72" 80 09' 3.1" 2-Y 165.0 81" Be 3A' 1.8' 190.0 70" 120" 3.T' 34" 170.0 - 78' 110 89' 300• 2.5" 195.0 88' 121" 5.8" 3.7^ 176.0 76' 110" 3,3' 3.3" 1200.0 88" or 11" 1,Y 180.0 - - 74' 80` 3.0' 1.3" sy 64' 3.1" 1.8" FOR BUILDOUT MOUNT MAXIMUM 710 c 186.0 72•' 120 84" 3.d' 1.6' SPANS AND PRESSURES,SEE 09• 3.t" 2.5' aNI Q Ga' _ 110" 3.3" 7.2` O g 5og 185.0 68' 105' 3.1' 3.1• TABLE C ON SHEET 6/13 80' 31' 1 Y 4e�j9 200.0 _ _ 08" "FOR BU1LD011T MOUNT MAMMUM SPANS AND PRESSURES,SEE 84" 3.1' TABLE C ON SHEET 6/13 120 08" 3.1' 2.8• ��3 105° 3.1' 3.0' TABLE 1 AND 2 NOTES: aD 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD TABLE 3 AND 4 NOTES: COUNTY FLORIDA. 1. NON-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN 2. DESIGN PRESSURES SHOWN IN'ACCORDION SHUTTER SPAN MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA.TM 2ULE'ABOVE ARE MAXIMUM ALLOWABLE DESIGN . DESIGN PRESSURES SHOWN IN'ACCORDION SHATTER SPANSCHg 3. THEE RE SAT EACH RESPECTIVE BEMOUNTEDWITH THE INSIDE AND SCHEDULE'ABOVE ARE MAXIMUM ALLOWABLE DESIGN �� p�g S NO IO EACH RESPECTIVE SHUTTER SPAN. a Ci 3. NO SEPARATION FROM GLASS IS REQUIRED FOR OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE: IOPdW.4TF m LRENN DORE IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF BEAM WITH THE BACK OF THE SLAT FACING OUTWARD.FOR THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES. 15-2335 g 4. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND 56 THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES sc,4tq; AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE:1T C HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM PAGE DESCRm 10N: PRESSURES ARE AWAY FROM THE HOST STRUCTURE. WITH THE BACK OF THE SLAT FACING OUTWARD. 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, HURRICANE PROTECTION PERMITTED.FOR PRESSURES FOR THE THOSE INDICATED ABOVE, THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE C BE USED. I USED. K P.E. A,AVE . . 4/i1 20 *: K ® 9F �; GENERAL NOTES: p 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING V ARIES — NO LIMIT f >U CODE FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE AND THE [7 INTERNATIONAL BUILDING CODE IBC))AND INTERNATIONAL RESIDENTIAL CODE(IRC).THIS SYSTEM 5 w"o MEETS MISSILE LEVEL"D"AND IN LU ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09. SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION j�] 3 15 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE 3 a 3 L DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE N 3 y REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA TOP TRACK o w BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE o CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN, < 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996IE330. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 m SAFETY FACTOR. M ti S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING RE UIRED FOR ALL WIND ZONES,IN ACCORDANCE WITH ASTM E1996-09.IT IS ACCEPTABLE BY CODE J LESS OPTIONAL z LJ PLAN ^ CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. ¢J ^' 6, NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND a_as VIEW ( LOAD DURATION FACTOR Cd=1,6 WAS USED FOR WOOD ANCHOR DESIGN. (A< m 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 ❑ i 1i�yao M SHALL BE USED. r p <" B. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SLTE.I =W 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL W-j I m` ONLY.BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME X¢ ¢ PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61615-23 OF THE FLORIDA ADMINISTRATIVE CODE. 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE Ld CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR W E E o g VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM N a LL THE STRUCTURAL SUBSTRATES DETAILED HEREIN. " R 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS,THE BUILDING OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED ANDa SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT,WHICH DETAIL AND JUSTIFY THE BOTTOM TRACK LO- DEVIATION.ASA CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL, 12. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM d INFORMATION: TOWN&COUNTRY INDUSTRIES LOCKING MECHANISM SEE FORT LAUDERDALE FL MISSILE LEVEL D-ASTM E1886,E1996&E330 TYPICAL PLAN VIEWS , TAS 201,202&203 FLORIDA BUILDING CODE APPROVED sill Eg f all q 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TYPICAL ACCORDION Q eg"a K.S.I. � @ 14. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A SHUTTER ELEVATION MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 ALUM.ALLOY. N.T.S. (i 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR ° BOX LOCK AT CENTER OR SIDE CLOSURE. E G n 16. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 17. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. 99 18. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10".19. ALL DIMENSIOSHOWN INCLUDE POWDER COATING FINISH. s I is Y 20. SEALANT SHALL BE USED ON ANCCHO S OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. a , 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE CCPYPoGH fR"LBFI,NA4D M ABOVE-NOTED BUILDING CODE 22. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING 1$`2338 REVERSED.FOR EXAMPLE:IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE SCAM - BACK OF THE SLAT FACING OUTWARD.FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN PACE DESCRIPTION: PRESSURES AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND 23. SHUTTER MAY BE INSTALLED WITH UP TO()ADE ALLOWABLE DESIGN PRESSURES ARE DITIONA L BLADES OF LACKOST CTURE. a 9_s El 2.874" PROJECTION VARIES 3,610' 1.994" tl �g9Qy 115" 4.974'MAX, 2.782" .068" 1.907' " •• I - 1.925" q 125" 1.025" r 1E43 825" 1.706' , 143" 143" ' /�� _ o 1.7095" 100' 1.70895, 1,7 B" 100" .100" 1 7 B" P ,068"- .143' `* 195" 01 1• 96" 100" .143" .099'' 143'm N 62'62' %MAX. .095•• N �,r\•• in 630' .200 .6 2.630' •200' M1.069 630' .5 0' ,062' 62'• 200" ,062 .200" �• n 1,510' 062" m m 608 630 1.250" .971" .588' u �1 .971" .09 .095' ,F :1,069' 2.728'.095'• 971" .030'€ 35.745"M X. 5.74 W w m OWALL O BUILD OUT WALL O HEAVY 2-LEG WALL O LITE 2-LEG WALL O HEAVY HEADER/SILL O LITE HEADER/SILL cw 3 SCALE,HALF SIZ SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE .SCALE:HALF SIZE O WHERE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS a >, 2.655' ., m 2.655" 1'825' .875' 2195' 1.230' 1.825" 2.195' .510' -1 E � 2.655' 2.365' �t� LL .60061 1 JY-•li i l9-� 5811 0 l?. .nxx m vi "1 �v°.40D" nN in .895' 11.1'0' I �' M cu g 105 Di .621' l" ni a I TYP "' I ctl a WN N.fTTYP. .230" 1069' ' 621',621' .675" .6 --- _� 3 n 7E g 2.300" �L 4.510" i 1I 985 4.510' 2.195' ^04510' o 250' 2.195' m Oj SILL OB SILL ADAPTER 10 EXTENDED SILL ADAPTOR 11 MID SILL 12 MID SILL ADAPTOR t SCALE.HALF SIZE O EXTENDED SILL SCAM HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE ��cc SCALE.HALF SIZE SCALE:HALF SIZE `s L1,97904' 4.603- L30, 5' 31 " .143' 14 3' 0 5' 323R.06 .15O 3.963' o3oR 054" 0 2" 1.570' Sl0' o In 1.625" 69" 3.410' In ? C4 m d dd OA80' ¢ II F9 1.721' •133' 0.080' .117' # o st 9 13 TYP. 6.8 SLAT/BLADE 17 6.8 STARTER ,692' ,630' .096' m 060' e� SCALE,HALF SIZE SCALE:HALF SIZE c m �� s .130' 'o 2.822' 0115' ,^D I pg0 a g d I .621' 4 s1o•• o, 16 RADIUS CEILING HEADER/SILL cu 0.096' „ 18 WALL SILL �gF c a o, SCALE.HALF 512E .180' ,080' SCALE.HALF SIZE 46 i F e 4.102" .31U' 630 ,080 N cu dl 0.080' Om1 CWYFM IFEANIL0i W 0F.E 227" 10 15-2338 1.054" SCALE: .420' PAGE DESCRIPTION: 1¢ CEILING HEADER/SILL 15 6.8 STACK/CONECTOR SLAT/BLADE SCALE,HALF SIZE WALL SILL CLIP a SCALE.HALF SIZE SCALE:HALF SIZE �� yK� P.E. .3760 1.950" 1.141 N'4ip��''% 2.018' #10-24 THUMB 28 " .r,r•125' c,^, o SCREW Z ASSEMBLY STAINLESS STEEL o {`'C• m Ila o .3200 HOLE W • WtAz m N O N 0 N W o to N .050" NYLON u`�p 4 W W �• '• ?CC WHEEL .062' faN r. Q 1.100" .240" I IH %°it' •'m••v 5' MAX. L ' TYP.AT EVERY OTHER 750 1iHN4 20 RECESS SILL FOR USE WITH INSIDE JOINT AT TOP. �g ANGLE SCALE:HALF SIZE ® AND ®ONLY CYLINDER-SOU°BRASS.NICKEL PLATED P U 8 € SCALE.HALF SIZE SLIDE ROD 22 ROLLER ASSEMBLY HOUSING-ZINC DICAST,POWDER COATED Q W 2� SCALE.HALF SIZE NOTo ESMAYBEKEYOPERATEDOUTSIDEORTHUMB a•� Mm W'o§ SCALE:HALF SIZE TURN OPERATED INSIDE. Z n 0 E z BRASS PUSH LOCK W g§ NYLON WASHER SCALE.HALF SIZE In 3 R ALUMINUM .357' R,Js X PBUSHING NYLON BUSHING 4.0 ' a OPTIONAL) '276' �O. ,500' 4 x 2-3/4"410 HT S.S.REW W/ ,062' NC44ULTRACOTE COATING ' 1? P TOP&BOTTOMS ASHER: 154' .137' .1 5' N m W � 7/16"0 x 1/2"@ INTERIOR JOINT TOP £ 7/16"0 x T' INTERIOR JOINT BOTTOM .224' gJ�3 EITHER CAN BE USED ON EXTERIOR 26 BOX CENTER INSERT ,750' 2.000' N o, �+ SCALE:HALF SIZE I 24 BUSHING ASSEMBLY DETAIL 27 RAINGUARD 2g DECORATIVE FLOOR TRACK a m I- SCALE:HALF SIZE m. - SCALE:HALF SIZE SCALE:HALF SIZE � -� 3 w e 1,978' 2.125' g�¢ y$I 1.742' 2.642" E aOc m 1.110' .623' .236' 1,71010'' ,286' .267' 2?465" 2.405" .443' .443 x�i m .090' m P �: m 2.289" 2.216" g 1.084' m F, •� n •ir•S`^ o al ' � ,284 i%f N 1.200" b o m c '26� L N � � N O `�� 6 1.068' .239' • W n m.N. t7 c N o .r m .250" .250' .125 a N (V r 3A43' ul ,496' - �! n m m r •,ot N 1,758' c4 N 3.476' .125", - .125- .190, 125" �a_ .160' 1,001' ,062' .222'-h#4_0621 .176' 29 s003 H A F ENTER MATE 30 SCALE.HALF CK 31 MALE ALE:HALF SIZE TER 4 32 FEMALE BFOX CENTER 33 OUTSIDE CENTER MATE 34 INSIDE CENTER MATE O SCALE:HALF SIZE 5 5 ,� p .062' LL &8 7/16"O STAINLESS C. c � STEEL NUT l°5 NOTE!ATTACHMENT SCREWS FOR ' 5.500' x 13/16' WIDE f-�-f',400' END STRIPS SHALL BE#0 TORX HEAD STYLE VARIES OR PHILLIPS DRIVE SCREWS, q 6 5 A 30 38 THUMB SCREW �' N HAND-TIGHTFNEDONLY. ^$ y � ' 7 SCALE:FULL SIZE -250'�-�' "W 00 °pd 9• 1/4-20x1 OR 518-18x1 0`x m � 6e M cNu 'I M JZ SCR TAINLESS 'off COF"=FRWLBFINMDOP.E }I{I 5/16"0 INTERNAL �.. 1�' THREADx o. - TYP' 37 T-SCREW INSERT �. " 1,050' a 15-2338 4,500' .689' POWDER COATED,ZINC DIE-CAST N ci; SCALE: SCALE:FULL SIZE " ��EE��77qq��aappE 2 SECTION A 36 T-LOCK ADAPTER °� 4 .254' 40 40b 40c PAaeOEscuPnox: E INDUSTRIAL SYSTEMS O (OPTIONAL) l 7.000' �• �? END STRIP 1" q� 35 BOX LOCK SCALES HALF SIZE SCALE+HALF SIZE 39 2X7 ANGLE 2" & 3" EXT ,� SCALE.HALF SIZE SCALE: HALF SIZE d P.E. FASTENER(ID 18"D.C. DIST. EXISTING GLASS G NNg9'� (USE ANY ANCHOR SHOWN EXISTING GLASS EDGE .T I ' IN ANCHOR SCHEDULE). DIST. m I• ll _ �� EMBED SILL (INTERIOR) E ALT.DIR CTION ,j �� .0'. T EMBED. OF ANGL LEG m (INTERIOR) 17 1 062"THICK UM.ANGLE I"x I"MIN.6 29 296 ryf// (a�,`�MJ EPG 0 2"70 x 5"MAX.(ANGLE LEG 3 �IjP,_�XX a DIST. AY BE REVERSED) )U W i g 29 ASTENER(d 18"O.C.(USE ANY 13 15 13 Q g w l7 ANCHOR SHOWN IN ANCHOR 21 8 3 29 29 i to w°$$ L 13 13 13 13 SCHEDULE,P'MIN.EDGE DISTANCE). 1/4-20 THUMBSCREW EXTERIOR W L 6.80"(TYP.) 29 1112 x 1/2"GALVANIZED BOTTOM ( ) ��� } OR S.S.SMS,3/16"9D ALUM. INTO CENTERMATES 1/3 N 3 E 1/4-20x1 THUMBSCREW INTO POP RIVET,OR 1/4-20 TO 2/3 SHUTTER SPAN ECEIVI�IG HOLE cc=, (EXTERIOR) THREADED HOLE.LOCATED @ MACHINE BOLT&NUT SHALL nE 3/8" 'o w MAX WIDTH UP b w" 1/3 SPAN TO 2/3 SPAN FROM (til 18"O.C. TO 1"HEIGHY. •+O� TYPICAL PLAN VIEW BOTTOM OF SHUTTER FOR BLADES MULTIPLE SHUTTER ASSEMBLY SCALE,3"=V-0" 58'-3".USE TWO THUMBSCREWS SCALE:3"=1'-0" a ON BLADES>W-3",ONE(ID 1/3 SPAN LOCKING DETAILS FOR AND ONE AT 2/3 SPAN FROM BOTTOM CENTER MATES I OF BLADE.TYPICAL.FOR LOCKING SHOWN ON RANDOM I¢F USE�11 BRASS PUSH LOCK SHUTTERS,A BRASS PUSH LOCK OR 0 5/16-18 THUP18 DETAILS SCREW 1 0 THRE OED MAY BE SUBSTITUTED.WHEN USE WITH Y INSERT(37) AT 1/3 SPAN CENTERMATE U29 AS SHOWN,RECEIVING SEE END STRIP SCHEODLE w � TO 2/3 AN FROM HOLE FOR THUMB SCREW MAY BE 7/16" FORMAX.SPANWHEN IK BOTTOM OF SHUTTER, USING 40a,40b OR 60c t- ,Moo {�gg[EIVING HOLES HALL BE 30 13 � 1��•i�E1�N C m 3/B"MAX WIDTH,UP-r&, 1"HEIGHT. + Iii g_ 1 END STRIP SCHEDULE ' c'a 3 PSF SPAN40 USE APPROPRIATE Ef loo" 1'8/0(2.7' 72 108" 40 PROVIDE CLOSURE FOR a 13 oft — — — 2 75' BUILDING CONDI110NS. 132 wVV /E 3 2•g/p(3.7") 92 95" FASTEN STARTER o g I (INSIDE) 2%M10x1�5CREW5/ v� R 3"8/00((4.7') 62 �" AT CORNER az 7 ALTERNATE END STRIP DETAIL (HAND-TIGHTEN ONLY). ' 1.6h3• 45 93" 1 SCALE,3"=T-0" ANY TRACK X0.093' 2 W/SCREW BOSSES. t- ANGLE 5 81 �R I 8 78" US SILL 70 7• y (n I O 1 2X5• 73 73' 5 139" X0.126• EXISTING GLASS °� bE Z ANGLE 5 120 Q i � G 13 I 30 84 1 + `'' USE(1)BRASS PUSH LOCK I USE(1)BRASS PUSH 1091, OR(11 5/6-18 THUMB (INSIDE) LOCK OR 11�5/16-18 13 3 SCSfiEW0 THREADED q 7T7 UMB S INSERT W INTO 36 2'x4" 45 45" IN ERT 3 AT 1/3 SPAN SILL) A 7/3 SPANS7OR2/� 20'126' S 128" a BOTTOM OF SHUTTER 5 AN FROM BOTTOM OF ANGLE R S UTTER.RECEIVING (OUTSIDE) 80 2 r4 {{OLE SHALL BE 3/e" 0 .1j g a a MAX WIDTH,UP TO 1" 3 73 4" p HEIGHT. { TORGRPATERSPAHSOR l0A05 5 30 6 •R 3 ——— ——— — THAN SHOWN 1N END STRIP s O TYPICAL OUTSIDE CORNER CLOSURE SCHEDULE,END STRIPS REQUIREA _ CCl DETAILS WO/CORNER POST USING ANY ANI-20SOLTMEND t3 13 (OUTSIDE) mP 15-2338 D5 Z3 8 PE NTS 13 \ ANCNDRSCHEDUNRf14x3/4•TEK 31 15 `SILL SMEW OR111.20 SOLTM END SIItIP. USE 11)BOX LOCK AT 1/3 SCALD SPAN TO 2/3 SPAN FROM PAGE DESCRIPTION: BOTTOM OF SHUTTER OCC2 TYPICAL INSIDE CORNER CLOSURE .N al$ NIS DETAILS WO/CORNER POST g z MULTIPLE SHUTTER ASSEMBLY NTS SCALE,3"=1'-0" IIIIIIi11 2 FASTENERS ALUM. 'TUBE J�0`, 5 •• tyE. 6063-T6 ALLOY C2 CONNECTION TYPE EACH ANGLE SEE TABLE A FOR SIZE. �\ REFERENCE ANCHOR XISTING SCHEDULE FOR MAX. STRUCTURE SPACING 1"x 2"x 1/8" / ' 1/4-20 MACHINE BC, £ OR 2"x 2"x 1/8" C1 CONNECTION TYPE ALUM.ANGLE ° 1 REFERENCE ANCHOR W/NUT(0T 12"O.C.OIi��'�• /I�, THREE 3/16"8 ° 13 I SCBE N LE FOR MAX 1/ 1114 SMS @ 6"O.C. 1�DT QF ALUM. ITYP.TOP&BOTTO 1-0 •:' POP RIVETS 1/ L O� •�O m• OR ° 17 ALTERNATE THRU BOLT THREE 012 SMS, 3/16"y ALUM.POP C1 CONNECTION TYPE m OR TYP 17 RIVET OR W72 SMS > REFERENCE ANCHOR p E.1B"O.C.(TYP.) SCHEDULE FOR MAX. w m WOR � Izl D; TABLE A(co) � �II I � SPACING FpR o Z¢ w X-w-4 PRESSURE VS ALLOWABLE LENGTH I ¢ w rr ¢ � MAY USE MALE OR 11 I w PI U 2°x2"��pp//B 3-'.X,�//B" - M. 13 F ¢ w° FT PSf N08/O• NOB/0 FEMALE LOCK-SLAT) 1 &FOR HN2 ? Z 62 t30' lee" 13 -L_ / GLASS SFFO RAMIN..N H rl W 3- 7z 124 179 CC3 TYPICAL CORNER CLOSURE DETAILS �'' - ,� �` OR 000aTO GUkw a tA a o w m 3 82 119• 172• NTS 92 114' 165' ALLOWAB ESPAN RNq��� ^_ 6 R a 102 110• 160• SCHEDULE FOR V�t�" _ TABLE B(cu) ALTERNATE THRU BOLT BUILDOUT MOUNT w F� 1\ OR N u0 104• 147• C5 CONNECTION TYPE (DETAIL F) W N ISO PRESSURE VS ALLOWABLE LENGTH w O 9T 131• REFERENCE ANCHOR MAX MAX C, SW 114• 2°�d'x�/B" 3909c1 8' SCHEDULE FOR MAX. NUTTER DESIGN , P. WITH 6/0 WITH I�/0 SPAN PRESSURE C1 CONNECTION TYPE 1/4"MAX.FROM PIN ^ 62 113• 16fi• REFERENCE ANCHOR 1 GUIDE TO BUSHING r 1251N. •/30.1 P5F SCHEDULE FOR MAX. ASHER(TYP.) a 72 107' 1ST 1211N. +/•31.1 PSF SPACING 1 -1-- 19 82 101• 14T 1181N. +/-31.9 PSF i I I 1-a c 1151N. +/-32.7 PSF --J/ 14x3/4":SMS Ea O D.C. y 92 95• 139• ANGLE TO TUBE CONNECTION QED o 102 90• Or I 1121N. +/•34.2PSF EXISTING / 1 Z= m tli 120 B• 122` 130IN. +/-34.2 PSF CONCRETE, EMBED. 60fi3�Tfi ALUM.TUBE _� a t05IN. +/-35.2 PSF BLOCK OR 150 7q• 109• TOS IN. +/-35.9 PSF WOOD FRAMING 5 CONNECTION TYPE 200 64• gq• 3031N. +/-365 PSF CHOR SCHEDULE REFERENCFOR MAX. *�•� \jE b1/"�.{IN.FOp CONCRETE 1011N. N-37.3 PSF SPACING 3\t5'1.. �o R BLOCK AND 3/4"MIN. 991N. +/-38.0 PSF / 3 g FOR WOOD 951N. +/•39.6 PSF -' ALTERNATE BUILD OUT MOUNT SECTION a a ASTENER 0 18"O.C. 921N. +/-40.9 PSF SCALE.3"-1'-0" � m (USE ANY ANCHOR SHOWN 891N. 442.3PSF A IN ANCHOR SCHEDULE). 861N. +/43.8 PSF 831N. +/-45.4 PSF �scp R 811N. .146S PSF ACCORDION SHUTTER 781N. +/-48.3 PSF PER PRODUCT APPROVAL 761N. *495 PSF t 741N. 1/-509 PSF3/16 RIVET OR 012 x 2"x721N. +/-52.3 PSF090"fi013-T6 APPLICABLE AT TOPSMS 00 18"O.C. OR 701N. +/-53.8 PSF ALUM.TUBE TYP. AND OR BOTTOM/4-20 NUT&BOLT 17 681N. +/•55.4 PSF ITYP.). 3/16"m ALUM.POP �I ALUM.TUBE RIVET OR 1112 SMS 661N. +/-57.OPSF 2"OR 3• m m m g�6Sx 6083-T6 ALLOY L61 18"O.C.(TYP.) �i-' SEE TABLE B 2"x 5"x 1/8" �J w H' m Y FOR SIZE 2 FASTENERS x CONTINUOUS :"ea 3 P- xw p 1/2•MIN. jr__ EACH ANGLE ALUMINUMANGLE 8 HN¢ = �.- 2"x 3°x�"x 2.175• ! 1"x 2"x.093" OPTIONAL ANGLE INSIDE RE TAKE 2 M p N CONTINUOUS OR 2"x 6063-T6 ALUM, THREE 3/16"0 ALUM. t7 ORIENTATION TYP. 17 GLASS m 2"x%"x CONTINUOUS S Fj ANGLE,TYP o PDP RIVETS OR OR DOOR a qa ZZ a 17 THREE M72 SMS,TYP. N CLAM a F 6061-T6 ALUMINUM a tti�9 0 0 1"x 2"x 1/8" ANGLE u 1^ 0.9"MIM.THICK 6061-T6 f s OR 2'x 2"x 1/B" ALUM TRACK FASTENED ". 73 ALUM.ANGLE ANGLE FASTENED TO _ TO ANGLE WITH 1/4-20 T e 2• � $ 8 USE MALE OR FEMALE 6 EXISTING 3 KSI MACHINE SCREWS AT 3' vi ' LOCK-SLAT) 6 C4 CONNECTION TYPE CONCRETE HOST FROM ENDS AND 9"O.C. mPrRDOcwlxLeau+AaOOPE 13 REFERENCE ANCHOR STRUCTURE WITH FOR THE BALANCE 15-2338 13 SCHEDULE FOR MAX. %"0 ELCO ULTRACONS 2-1/2'MIN. SPACING AT 3"FROM ENDS AND EXISTING CONCRETE SCALE: (OUTSIDE) 4"0.C.FOR BALANCE HOST STRUCTURE(3000 PAGE DESCi1PTIONt OR .1/2"GALVANIZED WITH 1% MIN PSI MIN) - g CC4 TYPICAL CORNER CLOSURE DETAILS OR S.S.SMS,3/16"0 ALUM. F POPMAC RIVET,OR&NUT SIDE CLOSURE OPTIONS EMBEDMENT AND CE, SEE TABLE C FOR MAX SPAN AND PRESSURES NTS MACHINE BOLT&NUT SCALE.3".1'-0'• EXISTING CONCRETE, MIN EDGE DISTANCE, es (I6 1B"D.C. BLOCK OR W000 FRAMING STAGGERED WITH 3` EE INSIDE SILL MOUNT SECTION MIN.SPACING,TYP.O BCALDONTSMOUNT •�-' SCALE.3"-1'-0" 00 `Lp Cuunpll RERETIOR .`Ta``NN REFERENCE ANCHOR g ''•.�O •XISTING Z J FOR ASIY SCHEDULE FOR MAX, STRUCTURE FOR&471; o - o O ESSEtiDdL SPACING 5"MAX. I 'I GLASFAQulS' w)_ GLASS Cl CONNECTION TYPE 1/4-20 MACHINE B T OR DOOR gg �'LE,} r u w OR DOOR -F NYHI w w �m REFERENCE ANCHOR 79 W/NUT @ 12"O.C. <z I-w O o SPACING SCHEDULE FOR MAX. H14 SMS P 6"O.C. &F HINZ r m SEE TABLE 2 SEE TABLE 2 =w Q m FOR UK 13 7 w /2' (TYP.TOP b BOTT OF =� F LGL 13 IR w a 0 SFPARA710N N F N W .y,D•IJ�:+y 1/4"-20 THRU BOLT W/ ro � Q=In� N12 x 1/2"SMS @ 12"O.C. TO�� X i-z m w F •�� ` LOCK NUT @ 12"O.C.OR E r w m OR 3/16"O ALUM,POP ¢ ¢¢ L7 m ©OR(6]OR/ A'Y #12 x 1/2"SMS @ 12"D.C.E.S. tr-¢ RIVETS @ fi"O.C. OR 1/4"0 L 0'~ w o (� /j 'S OR 3/16"0 ALUM.POP wp r ALUM.POP RIVETS @ 12"O.C. ¢N OR m RIVETS @ 6"D.C. E.S. �= w 1. Z1= d OR 1/4"0 ALUM.POP RIVETS / w 11 AND�2 1/4"MAX.FROM PIN FOR LS12� w F__j m Q U'1 12"D.C.E.S. p 7 ¢¢"(0 @ ASSEMBLY ESsDmAL 13 r w 1/4"MAX.FROM PIN 1/ " GUIDE T G =m Z 9 AND 0 GUIDE TO BUSHING 1/2"TYP. r N w o M m w D dA O O WASHER(TYP.) sB:T O = ASSEMBLY WASHER(TYP.) GLASS h F H%IZ 3: Z w w 3 / 1/2" 1/2"TYP. EXISTING CONCRETE, w 4 CONNECTION TYPE OR DOOR—�C SEE TAR!£2 X p Z m 3 3 m c BLOCK OR W000 FRAMING REFERENCE ANCHOR u FOR I1R1• Q s Q Q to� 3 CIO / EDGE SCHEDULE FOR MAX. SFPARAI F u a r O w°: i r� 3 CONNECTION TYPE DIST. TO O,� w w e w•- REFERENCE ANCHOR SPACING AS SHOWN ¢ a p / DOE CONNECTION TYPE IN DIAGRAM ON PG.10) a SCHEDULE FOR MAX. REFERENCE ANCHOR n / 015 . SPACING AS SHOWN w SCHEDULE FOR MAX. 3 CONNECTION TYPE IN DIAGRAM ON PG.10) SPACING.ALT.FASTENER w o 6 R REFERENCE ANCHOR EXISTING CONCRETE, LOCATION.FRONT AND kPINSCHEDULE FOR MAX. BACK ANCHORS NOT REDO O 1/4"MAX.FROM PIN C+ BLOCK DR WOOD FRAMI n SPACING.ALT.FASTENER WITH THIS LOCATION C1 CONNECTION TYPE 2" GUIDE TO BUSHINGLOCATION.FRONT AND REFERENCE ANCHOR WASHER(TYP.) 1/4MAX.FROM BACK ANCHORS NOT RED'D INSIDE MOUNT SECTION SCHEDULE FOR MAX. 19 'OWITH THIS LOCATION w GUIDETO SCALE:3"=1'-0" SPACING 5 CONNECTION TYPEBUSHINGWASHER OINSIDE MOUNT SECTION REFERENCE ANCHOR(TYPJ SCALE.3 1'-0" SCHEDULE FDR MAX. <mEXISTING CONCRETE, SPACING �5 a mNOTE:FOR DETAILS A,B,D AND E ON THIS SHEET BLOCK OR WOOD FRAMING EMBEDOTHE BASE TRACK MAY BE INSTALLED IN SECTIONSO BUILD OUT MOUNT SECTIONWITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS A MINIMUM OF TWO SETS OF ANCHORS AND IS A CD ¢ 7YP,BOTTO MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK EXISTING CONCRETE, SCALE:3"-1•-0" <s Q USED WITH THE BASE TRACK MUST BE CONTINUOUS BLOCK OR W000 FRAMING OVER THE GAPS BETWEEN SECTIONS. L�/,.• u1 w ' EXISTING o EXISTING CONCRETE, STRUCTURE 3o g BLOCK OR WOOD FRAMING EDGE IST 4 CONNECTION TYPE /} C2 NECTION TYPE W EXTRUSION 2 a EMBED. 1 CONNECTION TYPE REFERENCE ANCHOR EMB,Of 5 NECTION TYPE W%EXTRUSION 1 REFERENCE ANCHOR w SCHEDULE FOR MAX. REF ENCE ANCHOR 7if >s SCHEDULE FOR MAX. m SPACING _ S DULE FOR MAX. 'A a SPACING AS SHOWN w _ ACING R IN DIAGRAM ON PG.10) 1416 1 R 2 1/2" 1/2" 3 4 w p r ui w o GLASS w j m G ~ 1/2' rc OR DOOR S FOR NE 13 ywo FOR wwrw'm �' , :n w H12 x 1/2"SMS @ 12 SEE TABLE x- w 7 Z) o w C �"" O.C.OR 3/16"O ALUM. FOR IIW. y=j Z w w Q 1-'vI r O a c a w w r m SEPARATION o w e J1 13 w o 2ng g r w» POP RIVETS @ fi"O.C. X o z m GLASS OR i_MIZ `deg 5r F� w N W o OR 1/4"0 ALUM.POP Q o Q F DOOR b FOR HNiZ w N J ' GLASS IaI F 13 m F o N W RIVETS @ 12"O.C. E �yaj s�u1r,>iox X w o Q m OR DOOR---'11 H11R�E 7ABlE 2 X z o Z m TO 5 E a r o sE z a3 m 1/4-20 S.S.MACHINE ¢W o a F¢- Q7 AND BO 1/4"MAX.FROM PIN SCREW&NUT @ 1A/15S w w 1/2" GUIDE TO BUSHING ¢ ¢e 12"O C ASSEMBLY 1/ " P. WASHER IT wu, F: O O w 1/4"MAX.FROM PIN n 1/4"MAX.FROM PIN m w v g X GUIDE TO BUSHING w 4 CONNECTION TYPE 1/2',. GUIDE 70 BUSHING WASHER ICOR) 3 gg S REFERENCE ANCHOR = y 1&RQ WASHER(TYP.) s 5 6 EDGE SCHEDULE FOR MAX. ;C2 C NECTION TYPE W EXTRUSION 2 9 d EXISTING CONCRETE, DIST. COPfFBGNf FRAV(L BLW.�:DOPE BLOCK OR WOOD EXISTING CONCRE SPACING AS SHOWN 5 NNECTION TYPE W%EXTRUSION1 (� OR FRAMING BLOCK OR WOOD FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG.10) _ ERENCE ANCHOR 15-2338 REFERENCE ANCHOR SCHEDULE FOR MAX. _ 3"x 3"x 1/4"CONT. 4 CONNECTION TYPE #12 x 1/2"SMS @ 12- SCHEDULE FOR MAX. SPACING SCALE: 6063-T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"0 ALUM. SPACING.ALT.FASTENER a EXISTING CONCRETE, PAGE DESCRIPTION: (MAY BE REVERSED SCHEDULE FOR MAX. POP RIVETS @ 6"O.C. LOCATION.FRONT AND BLOCK OR WOOD FRAMING SPACING OR 1/4"0 ALUM.P BACK ANCHORS NOT REO'D AS SHOWN DASHED) WITH THIS LOCATION l""^.}•'•� � O WALL MOUNT SECTION RIVETS @ 12 C.O CEILING ILIE G / INSIDE MOUNT SECTION FA 0SCALE.3 10 'WALL'BUILD 0 4 SECTION L7l/ SCALE 3"=1'-0" E. FOR ASTM ESSENTIAL LOCry Piy FACILITIESFOR SEE ZSEE 1 X42 LL EXISTING 1/4-20 /�10 z u V STRUCTURE ALT.LEG DIRECTION MACHINE GLASS NBT.SEPARATION TO 1300 r (2)6063-T6 ALUMINUM BOLT W/NUT OR GLASS , DOOR ¢w r ANGLES PER BEAM END, @ 12"O.0 OR G w 0 1 SIZE PER SPAN TUBE 014 x 3/4" F u of D 1/4"0 ALL I SCHEDULE SMS 6"O.C. SPAN TUBE SCHEDULE POINTS SOLID T � C =W Q a SET ANCHORS SPAN TUBE NUMBER OF , J PER DESIGN ALLOWABLE TUBE NUMBEROF ANGLE MINIMUMAN WITH 7/8"MIN. ANCHORSPER v)L4 vai z EMBEDMENT IN SPAN THRU. LENGTH C� 07 CONCRETE OR ACCESS HOLE7 11 SCHEDULE TUBE SHUTTER Q=o: SIZE SPAN E w v1 BLOCK,3"MIN ,'„ TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM F w SPACING ANOyy Z I'- CI 3'MIN EDGE TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE / I1RT4a ' _ )C DISTANCE. - z 80' 123.8• 1352• 2 2 2 3 4" 7" Z j U w z,4 `(L 5 6 G 7 96' 101.7• 108.8" 2 2 3 3 7• 7 rJ a 111 L7 3 8 1- 14 16 W 0.125 123' 89.8" 84.4' 2 2 3 3 7" r 3"MINfA,Q W o . O=m 60^ 129.1" 167.0^ z 2 2 3 4" T' Z 3 ED.DIST. u u 2Ys�c OR ASTM ESSFNRAL FACILITIES 13 U!1 O 0.125 11 114.8' 124.1' 2 2 3 3 7' 7- � W 3° _ /2"' 1 A SEE TAINS 4 do FOR HYHZ SEE a z 123' 1028• 109.6' 2 2 4 4 10' 10' 3 LL=3 1/4"MAX.FROM PIN GUIDE I+!a u1 3S TO BUSHING WASHER(TYP.) GLASS TABLE 2 FOR MIN.SEPARATION w 0., 60^ 138.0' 198.0' 2 2 3 3 7' 7" c w x OR DOOR T 'am m ZkB'x 98" 1227" 155.7• 2 2 3 4 7" 10" ,p w ,5 TWO 1/4"41 WOOD 1/4"O THRU BOLTS =O:G LAG SCREWS @ D 1-W. 0.125• 12J' 115.4° 137.x' 2 a a 5 tG' 19" •i O a O.C.MAX.WITH 2" SEE BEAM l7� Bo• 15&1' 240.0• 2 2 3 4 7• 10^ THREADED PENETRATION 3"MIN. SCHEDULE FOR z F 25110Y 9e• 140.0' 229.0• 2 3 4 6 it 181 "T"INTO CENTER OF STUDS ED.GIST. SQUIRED MBER V) H 5 6 J N 0.1875" 123' 132.2' 209.1' 3 4 5 7 1J^ 19" y In ' EMB."T' 14 SMS @ MIDSPAN BETWEEN - 1416 1/4"MAX.FROM PIN GUIDE SPAN TUBE SCHEDULE NOTESi rn STUDS FOR TRACK TO 1"x 4" T SHING WA ER TYP. x x x x 'ANGLES FOR 2°x5"&2'x6'BEAMS. 2. USE 2'xS"x1/4'ANGLES FOR 2°x8•&2"x10°BEAMS. LL PLYWOOD b TUBE CONNECTION 1/4"0 ALL 3. USE BEAM SCHEDULE FOR DETAIL J. y STUCCO FINISH POINTS SOLID�^ SPAN TUBE PER DESIGN 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN w 1"x 4"x ALU SET ANCHORS =I 6063-T6 ALUM.TUBE WITH 7/e"MIN. SCHEDULE COMBINATION WITH OTHER CONNECTION DETAILS,WHERE USED C� EMBEDMENT IN TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. Fa O Oto THIS DETAIL TO BE USED WHEN STUD SPACING CONCRETE OR 1/4-20 MACHINE BOLT 5. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH a�`�a EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. BLOCK,3-MIN iv W/NUT @ 12"O.0 SHUTTERS SPANNING ABOVE AND BELOW THE BEAM.MID-SPAN 3. 6 SPACING AND 3" I IZl 6063-T6 ALUMINUM TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, O�{ 3 MIN EDGE I•� ANGLES PER BEAM END. OR 014 x 3/4"SMS @ ANCHORS,ANGLES AND LiOLTSJ,WITH THE SHUTTER SPAN TAKEN 1AZz�<Q OWALL MOUNT SECTION THIS DETAIL MAY DISTANCE. SIZE PER SPAN TUBE 6"O.C. AS THE SUM OF THE SPANS ABOVE AND BELOW THE BEAM. z Oj SCALE+3"°1'-0" ALSO T USED SCHEDULE 6. IAP BEAMS ARE NOT ALLOWED, u 3 q AT TDP EXISTING ACCESS HOLE 7• ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. g 8u STRUCTURE EMBED. LT.LEG DIRECTION c r MAX.DESIGN LOAD T_._72 72 PSF 0: Oj BEAM SPAN SECTION a —GLASS w SCALE+3"=1'-0" O m FACILITIES$ FOR AM ESSENTIAL SEE TABLE 4& OR DOOR © 7 N G 1 R FOR OL SIE TABLE 2 V=j n EXISTING WOOD I W FOR SEPARATION TO Z TRUSS OR RAFTER 1/2' 3" 1/2" r, am X a @ 24"MAX.O.C. -1/2 -1/2' Y ur EXISTING FINISH \ w MATERIAL i 12 MAX.FROM PIN GUIDE "x 4"x 1/8"6063-T6 m TO 1 ' Q S et 1 i6 TO BUSHING WASHER(TYP.) a ALUM.TUBE W/THREE { �9 �` 1/4"TILE(TYP.) 1/4"H WOOD LAG + I I w I �` FINISH MATERIAL SCREWS WITH 2-3/4" l y;. 3/4"PLYWOOD MINIMUM THREADED 1/4"0 A325 GRADE THRU BOLT @ 7"O.C. PENETR."T"IN WOOD @F OR 5/16"0 A325 GRADE THRU @ 5 6 BOLT 12"O.C. EACH RAFTER OF TRUSS' GALV.OR S.S. 24"O.C.MAX.WHERE C $ 8 a TUBE EXTENDS BEYOND _ 1/4"0 ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THA 6", EXTEND TUBE TO W 2"x 5"x 1/8"6063-T6 S. 1/ 0 LAGS MIN.EMB, Ir ALUM.ANGLE W/THREE di e S OR 1/4"0 LAG SCREW @ 9"D.C.W/1-7/8" NEXT TRUSS. �\ F w» 1/4"0 WOOD LAG S MIN.EMB. IN WOOD SG-0.42.TO 0.55. r IA=o w0 SCREWS WITH 2-3/4" 00lmnrALrLrwacLBEN+AvODRe '"+'S.• 1/4-20 S.S.MACHINE SCREW MINIMUM THREADED 12"O.C.IN BETWEEN TRUSSE� 15-2338 EXISTING CONCRETE, ih WITH 1/2"0 ACCESS HOLE ON L~7��-wi PENETR."T"IN W000 @ HOLLOW BLOCK OR 2"x 5"x 1/8"CONT. BACKSIDE OF TUBE OR 014 SMS X z Z m EACH RAFTER OF TRUSS, SCAUE. - 9 WOOD FRAMING.SEE ALUM.ANGLE 16063-T6) @ 6"O.C.MAX,IN BETWEEN a aF 24"O.C.MAX.WHERE PAGEDESCRTPTION: ANCHOR OF ST BASED Y VL ANGLE EXTENDS BEYOND ON TYPE OF STRUCTURE a LAST TRUSS MORE THAN (MAX.DESIGN LOAD t 72 P.S.F.1 6", EXTEND ANGLE TO 9� ° NEXT TRUSS. PASS THRU DETAIL (MAX.DESIGN LOAD t 72 P .F.).S O SECTION SCALE.3".V-0" O TRUSS MOUNT CO� SCALE.3"=V-0" UO GLASS OR _ Gb DOOR �`fc 2" FOR[ecgu_NnaL ASM •4� • � 2 FACILITIES SEE TABLE GLASS OR Z' S GLASS OR FOR � I 1 FOR DOOR 370 0. DOOR STpABAIIOy TO GLASS m ___ ___ ___ ____ • f•- iiiTTT �OSf W� W7f I I �•, Q �m"•�� FOR Fuvuim FOR WFw MN a m zwo �l SfPARAtION TO w as o SEPARATIOR 2 FOR TO M a F B u o 4"MIN. a s GLASS X IA VI W QA$$ F Z 13 W K N' W U •j Qxw V.Op JOZ QQLL U' a s F m Z'3 w u¢ RADIUS HEADER MOUNTED W 13 ~Q 13 w to x CI CONNECTION TYPE U a PARTIAL ELEVATION L() Y m z o z F•F- U o u REFERENCE ANCHOR a w w w u In SCHEDULE FOR SCALE-3"= 1'-0" p j3 20 u uxi 28 ,-. - - ['z SPACING 3 t .250" .250" /4"A TAPCON'p 24" .-CB.CONNECTION o m`' O.C.WITH 1-1/4' MIN. REFERENCE ANCHO B / EMBED. / - .'�--;SCHEDULE FOR MAX. w - D s SPACING EXISTING CONCRETE OR EXISTING m \ BLOCK ONLY.WOOD / STRUCTURE \FRAMING b WOOD ANCHORS •C10T ACCEPTABLE •YEXISTING,HOS RUCTURE O EXISTING FINISH m \ O WALL MOUNT SILL DETAIIt� v4"MAX.FROM PIN n -•_C t,.� " ]� SCALE,3"=1'-0" ATERIAL w GUIDE TO BUSHING y LL \ - ;.p•6�„T WASHER(TYP.) w DIST. \ N DECORATIVE FLOOR TRACK D TAIL (RO 5 6 CUT IN 4"INTERVALS �A+'r••t'• - O FOR�•�.[U��yyE(SEE O RECESS SILL DETAIL \La �SC_AIEv,3`-'1'-D DETAIL fp1J FOR ADDITIONAL F ta-' 0 0 SCALE,3"=1'-0" INF0). TYP.T P b BOTTOM, 3/ FASTENER @ EACH 4"CUT u o p+o m ES ,j ON C4 SEE CONNECTIIONDTYPE TO ED �� CR 3 9 z� 1/4"MAX.FROM - �'' z VERIFY ANCHOR SPACING �ir� '� F PIN GUIDE TO IS ACCEPTABLE q, BUSHING WASHER I m ',•t1y,''••.�' �d �bY` \ �w ITYP.) i +•'� 81 i ti§Yb ih %E 3: g3 � TYP.BOTTOM 1/4"MAX.FROM PIN GUIDE O S b 1/2" TO BUSHING WASHER TYP. EXISTING 1/4-20 MACHINE BOLT �$ F STRUCTURE W/NUT @ 2"O.C. CUT AT INTERVALS EXISTING FINISH FORM CURVE(SEED DETAIL ®1 MATERIAL 1 CONNECTION TYPE � REFERENCE ANCHOR SCHEDULE FOR MAX. i£ 1"xt"x1/B"b 1"x2"x1/B" SPACING(FASTENER 6063-T6 ALUM.ANGLE CUT TO 1"x1"xt/B"b 1"x2"xt/B" @EACH 4"PIECE ' MATCH ANCI PROVIDE SUPP0 �} 6063-T6 ALUM.ANGLE CUT TO p CURVED TRACK SECTION DETAIL •" gy II OF CUT SHUTTER EXTRUSIONS II MATE AND PROVIDE SUPPORT O SCALE,3"=1'-0" P2 a I'illl FRONT AND BACK.WHERE IIIII1 OF CU 1 SPLUTTER E)CTRUSIONS S@g!q FRONT OF EXTRUSION IS FRONT AND BACK.WHERE / CONTINUOUS REINFORCEMENT FRONT OF EXTRUSION IS m IS NOT REQUIRED. CONTINUOUS REINFORCEMENT pl IS NOT REQUIRED. `� w F' �� / \ ' •d gs s o t0 93 A PP ROVED MOUNTING o 1 2 $� MB pONDIT10 ,MIN.OF TWO PER B APPROVED MOUNTING CWYWAffTUXL6 W6MP.E PONEITION,MIN.OF TWO PER 15-2338 SPPgPCONV EW THSpT EMMINIMU�N1 OF SPACINGEWITHSA MINIMUM OF - a PIE ECFAOTWNERS PER CUT PIE�EFASTENERS PER CUT vacE oesca[vr[on: TYP. SECTION FOR SHUTTERS TYP. ALTERNATE SECTION FOR SHUTTERS m Pi SCALE.3"- 1'-0" P2 SCALE.3"• V-0, Cil' ANCHOR SCHEDULE: CONCRETE 2 x 5 P• 2 x S OUTSIDE 2,5"MIN EDGE DISTANCE TOP FLANGE ANCHAR((SEE SPACING { •° QO4 SECTION X) i I; s U To 8'•8" Spans UD To 13'-O' , LOADe-410-1-1H TYPE NN TYPE CONN TYPE O HO ppc� ANCHOR ,�r-� - ,• F C C2a C4 ':CS., L )C2' C CS C6: ,CI C2 I C3 I C4 CS C6 1/4°ITW TAPCON OR ELCO -'48. 6 16.0' 0 16 0 16.0.16 16 16 0.1 0 16 0 13.0 15,5'116.0"1 16.0" 6.5" 6.0" 9.5" 9,0" O O O I ULTRACON WITH 1-3/4' 16 1611, 5 12 16.0 16. 160 ' 7 D 330' •O EMBED(3192PSi MIN CONC) 72 16. 16.0° .0° 9.5" 0" "15.5" .5" 9.5" 9 .0" 8.0" 4.0" S.0" 6.0" 1 x S TYP.) 1 x S INSIDE 3 OR O4 HEADER/SILL .D'• `t8�+ BOT.FLAN E 11, ISEE SPACING -- 110 14.5" 6.0" 5.5" 8.5" 8.5" 9.0" 7.5" 4.0" 6.0" 7.5' 6.0" 5.0" SECTION X) 200 7.5" 6.0" 5.0" 7.5•' 6.0•• 5.0" 7.5" G.O. 5.0" /ice •'z 1/4"MILLENIUM MILLFAST 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"11.0"10.5"16.0"14.0"14.5"14.5" 6.5" 6.0" 9.0" 9.5" SIDE CLOSEST TO OPENING //// � fl.•�^J7 WITH 1-314'EMBED(3275ps1 62 16.0"16.0"13.0"12.0"16.0"15.5"16.0"16.0" B.0" 7.0" 12.0"11.0"IO.D" 9.0" 5.0" 4.0" 5.5" 7.5" 'C 3 MW CONCRETE) 72 16,0'•16.0•'10.5•• 9.5" 16.0"13.5"14.5"14.5" 6.5" 6.0" 9.0" 9.5" 8.5" 7.01" 4.0" A.5" 6.5" NOTE. "'S"INDICATES ANCHOR SCHEDULE SPACING. w U W€ 110 13.0"13.0" 6.0" s.s" 8.0" 9,0" 8.D" 7.0" 4.0" 4.5" 6,0" 6.5" s.s" s.s" SPACING DIAGRAM FOR Cl CONNECTION TYPE: 3 p 200 6.5" 5.5" S.S' 6.5" S.5" 5.5' 6.5•' 5.5" 5.5" r m$W'a a ml� 16.0"16.0"16.0"16.0"16.0"16,0'16.0"116.0"116,0"115,0"116.0"16.0"16.0"16.0"10.0" 8.5" 12.5"14.0" - Cl CONNECTION TYPE USING PIECE Q OR Q 1/4'ELCO ED(3350p MI (;•; 0 3 z W/2"EMBED(335opsl MIN16.0"16.0"16.0"16.0"16,0"16.0"16.D"16.0"12.0"10.5"16.0"16.0"14.5"13.5" 7.0" 6.5" 8.0" 11.0" LLI OI�3 m CONI) 16.0"16.0"15.5"14.5"16.0"16.0"f6.0"16.0"10.0" 8.5" 12.5'14.0"12.0"10.5" 6.0" 5.0" 6.5" 9.5" a 7 / B COMBINATION U)M P 3 x .0"16.0" 9.0" 8.0" 11.5"13.0"12,0"10.0" 6.0" 5.0" 6.0" 9.0" 10.0" 8.0" 5.0" 4.0" 5.0" 8.0" i3 2 S TYP. ) / I COMBINATION o w-- 10.0" 8.0" 5.0" 4.0" 5.0" 8.0" 10.D'" 8.0•' S.0" 4.0" 5.0" 8.0'• 10,0" 8.0" 5.0" 4.0" 5.0" 8.0" �O w•• 3"MIN EDGE DISTANCE COMBINATION 1/4"ITW TAPCON OR ELCO Cl C2 C3 C4 Cl C6 Cl C2 C3 C4 CS C6 Cl C2 C3 C4 CS CG 0 a ULTRACON WITH 1-3/4" q8 16,0"16.0•'F7.5" 73"•' 16.0" 7.5" 16.0"16.0" 5.0" 4.5" 16.0" 5.5" 15.0'•15.5" 9.5EMBED(3192ps1 MIN CONC) 62160"16,0" " 16.0" 6.0" 16.016.0" 12.5'• 4.0" 10.5•'BED(3192ps1 MIN CONI) 72 16.0"16.0" " 16,0" 5,0" 35.0"15.5" 9.5" 9.0"am110 14.0"34.0" 8.5" B.5" 7.5" 4.5" 7.0" 6.0" 1 x 5 TYP.) 2 x S TYP 200 7.0'" 6.0" 7.0"48 16.0"16.0" 0"16.0"13.5"16.0"16.0" 8.0" 7.5" 16.0" 9.5" 11,5"11.5" 4.5" 4.0" 7,0" 6.5'• NOTE. "S"INDICATES ANCHOR SCHEDULE SPACING. to ep 1/4'MILLENIUM MILLFAST WITH 1.3/4"EMBED(3275p51 6z 16.0"16.D" s" 16.0•'10.5"14.0"15.0" s.s' s.o° 9.s" 7.s" e.o•' 7.s" 4.s" s.o" SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: MIN CONCRETE) 72 16.0"16.0" " 16.0•' 9.5" 11.5'•11.5•' 4.5" 4.0" 7.0" 65" 6.5" 5.5" 4.5" - C3 CONNECTION TYPE USING PIECE 0 WITH OUTSIDE110 10.5'10.5" " 6.0" 6.0" 6.5" 5.5" 4.0" 5.5"' 4.5' ANCHORS ONLY Mo 6 200 5.5' 4.5" 5.5" 4.5" 5.5" a.s' -C4 CONNECTION TYPE USING PIECE®OR ®WITH �.5 3 L-1/4'•MIN EDGE DISTANCE 'I OUTSIDE ANCHORS ONLY Om z. 1/4'ALL-POINTS SOLID-SET ou ANCHOR W/7/8°EMBED$ Cl C2 C3 C4 CS C6 Cl C2 C3 04 C5 C6 Cl C2 C3 04 CS ANCHOR NOTES: z 1/4-20 55 MACHINE SCREW 48 16.0"16.0" 9.5' 9.5" 16.0"10.0"16.0'•16.0" 6.0" 5.5" 16.0" 7.0" 10.5"11.0" 3.5" 3.5" 6.5" 4.S' f¢ (3000ps1 MIN CONC) 62 16.0"16.0" 7.0" 6.5" 16.0" 8.0" 33.5"14.5" 4.5" 4A" 9.0" 5.5" 7.5" 7.0•' 4,0•' 3.5" 1, SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING Cl ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE w 72 16.0"16.0" S,5" 5.5•' 16.0" 7.0" 10.5!'111.0" 3.5' 3.5" 6.5" 4.5" 6.0" 5.5" 3.0" 3.0" LIMITED TO THOSE SHOWN IN TABLE 1 OR 3 AS APPLICABLE(Pg 1). E o•o •� 110 10,01,110.01,13.5"13.0"16.0" 4.5•' 6.0'• 5.0" 3,0" 3.0" 5044.0 5 0'"•4.0"zoo 5.0" 4.0" 50 E '+� 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL o g a"MIN EDGE DISTANCE ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR v 1/4"ALL-POINTS SOLID-SET EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER R ANCHOR W/7/8"EMBED$ Cl C2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 CS C2 C3 C4 CS C6 THAN OR EQUAL TO SHUTTER SPAN. 114-20 SS MACHINE SCREW 48 160"I6.o'•16.0'•16.0"36.0"16.0'•16.0'•16.0"14.0"13.0•'16.0 16.0'•16.0"16.0" 8.5•' 7.5" 11.0•'12A" O .@ 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. (3000ps1 MIN CONI) 62 36.0"16.0" . 15.0"16.0"16.0••16.D••16.0"10.0" 9.0" 15.0"13.5"12.5"11.5" 6.0" 5.5" 7.0" 9.0" 72 16.0"161011M.20;'12.0"16.0"16.0"16.0"1160'18.5"17.S" 11.0"12.0"10.5'• 9.0" 5.0" 4.5" 5.5" 8.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE •� 110 16.0"116.0"18.0" 7.0" 10.0"11.0"10.5" 9.0" 5.0" 4.5" 5.5" 8.0" 8.5" 7.0" 4.0" 3.5" 4.5'" 6.5" BLOCK OR WOOD FRAMWG,REFERENCE ANCHOR SCHEDULE FOR PROPER u ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE g 200 8.5" 7.0'• 4.0" 3.5" 4.5" 6.5" 8.5" 7.0" 4.0•' 3.5" 4.S" 6.5" 8.5" 7.0" 4.0" 3.5" 4.5" 6.S' CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 114"POWERS SS DROP-IN 2-5/e"MIN EDGE DISTANCE CONNECTION TYPE. W/1/4-20 SS BOLT AND Cl C2 C3 C4 C5 C6 CI C2 C3 C4 CS C6 Cl C2 C3 C4 CS 06 S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE 1"EMBED(3000Ps1 MIN 4016.0"16.0"16.0"16.0"16.0'•16.0"16.0"10.0" 9.5•' 16.0"113.0"112.0"112.51 6,0" 5.5" 7.5" 9.0" ONLY, CONC) fit 16.0"16.0"12.0•'11.0"16.0"14.5'15.0•'16.0" 7.5" 6.5" 10.0" 72 16,D"16.0" 9.5' 9.0•'116.0"112.5"112.0"12.5" 6.0" 5.5" 7.5" 9.0" 7.0" 6,0" 6.0" S. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT Q 110 11.0"11.0" LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER 200 5.5" 5.0" 5.5" 5.0" 5.5" 5.0" FINISHES. x$€ 5y£ 3-1/2"MIN EDGE DISTANCE @ T. 1/4"POWERS SS DROP-IN 7. WHERE FIELD VERIFY STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS o $ 5� W/3/4-20 ss BOLT AND Cl C2 C3 C4 CS C6 Cl C2 C3 C4 CS 06 Cl C2 C3 C4 c5 C6 VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADE UATE WOOD FRAMING € MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD I ACCEPTABLE ONLY FOR E° 1°EMBED(SS BOLI MIN 48 16.0'•16.0•'56.0"16.0"16.0"16.0"16 1,16.0"11.0"10.0"16.0"14.0"13.0"13.0" 6.5•' S.5" 8.0'" 9.5'• SIDE CLOSURE PIECES. y p g CONI) 62 16.0"16.0"13.0"12.0••16.0"15.5"16.0"�107,1111.0" 9.0" 8.0" 5.0" 5.0" 7.5" [ z 72 16.0"16.0"10.5" 9.5" 16.0"13.5"13.0" 9,5" 7.5" 6.S' 6.5" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER 110 12.0"11.5"' 6.0" 5.5" 7,0" 9.D" 7.5" 6.5"' 6.0" 5.0" 5.5" SHALL BE LOCATED IN CENTER OF NOMINAL 2•x 4°(MIN.)WOOD SITUD.3/4'20116.0" 5.0" 5.5" 6.0" 5.5" 6.0" 5.0" 5.5' EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING, LAG SCREWS SHALL ! p98 y HAVE PHILLIPS PAN HEAD OR HEX HEAD. y 2"MIN EDGE DISTANCE a a a 9 A #12 SMS W/2'EYEWALL Cl C2 C3 C4 CS C6 C2 C3 C4 C5 C6 Cl C2 C3 CA CS C6 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OFT14READS IN COPYpfiMfioMxL NMWDOPE ARMOR INSERT W/2"EMBED BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER 48 16.0"16.0•'13.0•'13.0'•16.0"13.S" Cl16.1.16.0" 9.D" 7.5" 16.0" 9.5" 14.5"15.0•' 5.0" 4.5" 9.0" 6.5" HEAD(SIDEWALK BOLT),U.O.N. (2000051 MIN CONI) 62 16.0"16.0" 9,5" 9.0'" 16.0•'10.5'•16.0'•16.0" 6.0" 5.5" 12.5" 7.5" 10.5" 9.5"' 3.5" 3.5" 5.5" 5.0"' 15-2338 72 1b.0"16.0" 11.0" 7.5" 16.0" 9.5" 14.5"15.0" 5.0" 4.5" 9.0" 6.5" 8.5" 7.5" 3.0" 4.5" 4.5'• ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. SCAIei - R PAGE DESCRIPTION: 110 13.5"13.5" 4.5' 4,0" 8,0" 6.0" 8.5' 7,0" 3.0" 4.5" 4.0" 7.0" 5.5" 3.S" 3.5" DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, 200 7.0" 5.5" 3.5" 3.5" 7,0"' S,5" 3.5•' 3.5" 7.0" 5.5" 3,5" 3.5"" NUT OR WASHER WINGNUT. - #12 SMS W/2.75"EYEWALL 48 16.0"16.0•'16,0"16.0"16.0•'16.0"16.0'•16.0"11.5"11.0"16.0"14.0"16.0"L6.0" 7.0" 6.5" 11.5;" 9.5" 10. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. o ARMOR INSERT W/2.5" 62 16.0"16.0•'135"13.0"16.0"15.5"16.0'•IG.O"' 6.5" 8.0" 16.0"11.0"13.5"12.0•' S.S" 4.5" 7.5• 7.5" l3 EMBED(2000ps1 MIN CONI) 72 I6.0"16.0"11.0"10.5"16.0"13.5"16.0"16.0" 7.0" 6.5" 11.5" 9.5" 11.0" 9.5" 4.5" 4.0" 6.0" 6.0" 11. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD N07 BE USED 70 JT O 110 16.0"16.0" 6.5" 6.0" 10.5" 9.0" 11.0" 9.5" 4.5' 4.0" 5.S• 6.0•' 9.0" 7.5" 3.5" 3.0" 4.5" 5.0" DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL CI,L.III li< CONCRETE SCREWS TO HOLLOW BLOCK 200 9.0" 7.5" 3.5" 3,0" 4.5" 5.0" 9.0" 7.5" 3.5" 3.0" 4.5'" 5.0" 9.0" 7.5"' 3.5" 3.0" 4.5" 5.0" Spans Up To 61-0" Soans Uo To 8'-8" Spns Up To IT-O" Spans Up To 6'-0" CONN TYPE CONN TYPE CONN TYPE CONNTYPE CONN TYPE - �mmmwaiimmmmmi/ommmmmai..����m /mm�mmwaimm�mmw/iimm � _ �mo©m©omo©o©mmo©m©mm©mmmmmoEDGE DISTANCE mmomm©m �mmi� iai%0aImiai s%/hili/// iia��.�� 13 2®E M UHMU A=00 M/0 m m I m ammmawa®mma9wKw /ilii%iia/, -1/4 EMBEDm���aa%tea%�m��a�%�aa�ga%%j�a�ma�%�% mmmw/ii aammmV/////w/////, aiiao� ® - - ��ia%wail is rmg V////,V/////, iaiiiiai�ia%ia/ii/iia r/////,P////,wallah i/�i//�iai%wail is%iia is iaiiiiaiaaaaiaii/iai/zia%wail m®®mm®mmwai/iommo� a� ,i/a®®mm®mm %�aii,t�mmiaiiiiaiiiai mmmmmm®mwia�iaaiiai is%wia is%a i/mmmmm®m aim is%wail ii%wia iaaiiaaia m®mwai///iIwImKw///iiaaiom pmiiai �mmw/iiiaaiw/ii iaaiiai is%i/P//// waiiiai%iaaiiai%waiiiia .ii ///waw iaaiiai a///W,O waaiialwaiiV//iaiiiai iai�iai mr��mr� mm�i/ia� m®/ii i /�/��mmmmmmm�mr�iai�ia%wail ,. ANCHOR W/1-1/4'EMBEDm��Mm�mmai iao.�+mai�ii/wail///m®m®®®mull iia%mmm�ai wiaiiai mmmwaiii/i m®® aiziaiiwai i is%wail is miaii.0000/0,is%waaiiai%wail is %ail////%%//%%a//%i//% ■ODDO©0©00©m©00©00©0©00©0�0®O0� mu®®gmEmmom1m%/////.�////m ■ """' .%// 4"MIN EDGE DISTANCE //i////i//%��mmm®mi//%'//////i////mmi////i/////."i//% ■00©0©00©Q00©©0©m©©0©0©0000��0© ������ ///////���®�mmmmmmmw/////.i////i//// , %//R V/////,MOM '/////%'//////////////w////i/////''/////%'//%///./////.'i//%//%////i////%////%/////mmi////w '/////%i////.'%/////i////'//////i///// i// ///%'//////%////%i/ %i////i///%i////w////%%//%w///%i///�w////i///%'///// �m0m0©mOmOmm©m0m0©mm®[3lEE�mO©0®0�lm 0��®®�®®%///��/////FES%////iii/////.%////.'i////%///������®®�®®m®%////.'i/////.%/////. •C :, ',t. mIN I 0aFm'//w"/Im///G,m%////i'//////%///%//////%////%///i%///%%///%///////.•////% /i%/////%///%%////%////."%////%///%i///i EMS lii/iw/iii//%%/////."i//%w////i//%/%////."i///%/////. , / ///..///� �%%////%////�%////i/�/%////%a////•i//% %%�/i/iiziiaiiai //�w/////. iw///%////i%a//%////%////i/////.////i/////%%////i///%/////i///%i///.w/////.i////i%//////, 1 i 11 111111/1 ,Q S� R4 JG,E 9�0. i `� •��� �TA OF ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK ) .CONTANCHOR SCHEDULE: WOOD (G=0.55) ( 3/4"MIN BDGE DISTANCE 1.. 2"MIN EDGE DISTANCE Spans Un To 6'-0" Spans UD To 8'-8" Spans Uo To 13'-0" o:ago U Spans Up To 610" Spans Up To W-8" Spans Up To 13'-0" LOAD CONN TYPE CONN TYPE CONN TYPE >,:i w 0 u1 LOAD CONN TYPE CONN TYPE CONN TYPE O ANCHOR x ��� C1 C2 C3 C4 CS CS C2 C3 C9 Cl C1 C2 C3 C4 CS ¢W o n e (� ANCHOR 1fff,1111fff d x G (P� CI C2 C3 C4 GS CS C2 C3 CA CS Cl C2 C3 Ck CS 1/4•LAG SCREW WRH 1-3/4 48 16.0"16.0"11.5"71.5"16.0"16.0"36.0" 7.5" 7.0" 16.0 36.0"16.0" 4.5" 4.5 L5.0" ' t m'$W�g 1/4•POWERS TAPPER+W/ 48 1S.S'15.5" 6.5" 6.5" 15.5"10.5"10S" 4.0" 4.0" 10.5" 6.0" 6.0" MIN THREAD PENEYRAT10N 62 16.0"16.0"ff2.V4.0" 5" 16.0"16.0"16.0" 5,5" 5.S' 16.0 16.0"15.5' 3.5" 3.5" 9.5 L 04 3 z P± 1-114"EMBED 62 12.0"12.0" 4.5" 4.5" 12.0" 7.5" 8.0" 5.0" 4,5' 4.D" 72 16.0"16.0" 0" 16.0"16.0"16.0" 4.5" 4.5" 15.0"14.0"12.5" 3.0" 3.0" 7.S' W 72 30.5"10.5" 4.0" 9.0" 6.0" 6.0" 3 C'L u 110 16.0"16.0" 0" 13.5"14.0"32.0" 3.0" 2.5" 7.5" 11.5" 9.S' 2.5" 2.0" 6.0" UI J S =10 5,5" S. 200 11.5" 9.5" 0" 6.0" 11.5" 9.5" 2.S' 2.0" 6.0" 11.5" 9.5' 2.5" 2.0" 6.0" ❑W 5 vi 7/16"WOOD BUSHING WITH 48 16.0"16.0" 5" 16.0"13.0"13.0" 5.5" 5.0" 13.D" 7.5" 7.5" 3.5" 7.0" 4.5" ��i '2 3 m#12 SMS W/2"EYEWALL 48 16.0"16.0" 8.5" 8.5 16.D"13.0"13.0" 5.0" 5.0" 32.5" 7.5" 7.5" 3.0" 3.0" 4.5" ' 1.13'MIN EMBED 81/4-20 62 14.5'14.5D" 14.5" 9.S' 10.0" 4.0" 3.S" 6.5" 5.S' S.0" 2.S" 2.0" 7.0" i X$ O ARMOR INSERT W/1-1/4• 62 14,5"14.5" 6.0" 6.0" 14.5" 9.5" 10.0" 4.0" 3.5" 6.0" 5.0" 4.5" 3.0" SS MACHINE SCREW 72 12.5'12.5" 0" 11.0" 711 .S' 7.5" 3.5" 3.0"• 4.5" 4.5" 3.5' 2.0" 2.0" m o EMBED n p 72 12.5"12.5" 5.0" 4.5" 11,0 7,5" 7.5" 3.0" 3.0" 4,5" 4.5" 3.5" ❑ 110 7.0" 7.0" .5" 4,0" 4.D" 3.5" 2,02.03.5"np-�ar"2r" 110 7.0" 7.0" 3.0" 4.0 4.0 3.5 3.5 3.0 200 3.5" 3.0" 3.5" 3.0' 3.5" 3.0" C� 200 3.5" 3.0" 3.5" 3.0" 3.5" #14 SMS #14 WOOD SCREW 48 16.D 16.0"13.0"13.0"16.0"16.0"16.0" 8.5 8.0" 16.0"16.0 I6.o" 5.0" 5.0" 12,0" rii OR 114 POWERS TAPPER+ 62 16.0"16.0" 9.5" 9.5' Ifi.0"16.0" 6.0 6.0" 16.0"13.5"12.5' 4,0" 3.5" PEN 1-3/4•MIN THREAD '47 ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK PENETRATION 72 16.0"16.0" B.0" 7.5" 16.0"16.0"16.0" 5.0 5.0 12.0"11.5"10.0" 3.5•' 3.0" 6.0" 110 16.0"36.0" 5.0•' 4.5" 10.5"11.0--19.5 3.0" 4"MIN EDGE DISTANCE 200 9.0" 7.5" 2.5" 2.5" 4.5 9.0" 7,5"12.V 2.5" 4.5" 9.0" 7.5' 2.5" 2.5' G ! Spans Up To 6'-0" Spans Up To W-B" Spans LOADCONN TYPE CONN TYPE CONN TYPE ... 01 ANCHOR CQ, cl C2 C3 1 C4 CS CI I C2 I C3 I C4 I cs C3 I C2 I C3 C4 CS ANCHOR SCHEDULE' WOOD (G=0.42) 3 5/36"1TW TAPCON%L W/ 48 16.0"116.0"116.0"16.0"16.0"16.0"16.0"116.0"116.0"16.0"16.0"116.0"110.5" 9.5" 15.5" p- 2-1/4'MIN.EMBED 62 16.0"116.0"1160-116.0"16.0"16.0"16.0"12.5'11.5"16.0"16.0 16.0" 8.0" 7.0" 10.0" 3/4"MIN EDGE DISTANCE r.p V IJu 72 16.0•'16.0'•16.0"115.5"16.0"16.0"16.0"110.5" 9.5" 15S"14.5"12.5" 6.5" 5.5" 8.0" rj S-U.To 6•-0" Snaps Uo To 818" Spans UD To 13'-0" Id E 110 16.0"16.0"10.0 9.0 14.0"14.5"12.116.5" 5.5" 7.5'• 12.0 10.0" 5.5 4.5" 6.0" rn LOAD CONN TYPE CONN TYPE CONN TYPE r W $ ❑dye 200 12.D 10.0 5.5 4.5" 6.0 12.0"10.0 5.5 4.5 6.0" 12.0 10.0" 5.5" 9.5" 6.0 _ ANCHOR (Psn L1 R C3 CA C5 C1 C2 C3 CA CS CI C2 C3 C4 C5 .E 3= J 5/36'ELCO ULTRACON W/ 48 16.0"16.0"13.5"13.5"36.0"16.0" 16.0" 9.5" 9.5" 6.0" 1/4•LAG SCREW WITH 1-3/4 48 16.0"16.0" 9.0" 9.0" 16.0"16.0"116.0"16.0" 5.5" 16.0 16.0 16.0 3.5 3.5' SO.D" o g m 2-1/4"MIN.EMBED 62 16.0"16.0" 9.5" B.S" 16.0 12.0"12.5" 5.5" 5.0" 8.0" fi.5" 6.0" MIN THREAD PENETRA770N 62 16.0"16.0" 6.5" 6.5" 16.0"16.0"36.0" 4.S' 4.0" 13.5"11.5"10.5" 2.5" 2.5 6.0" e 5 6; 72 16.D"16.0" 7.5 7.0 34.0 9.5 9.5 6.D" S.5" v 72 16.0"36.0" 5,5" 5.5" 16.0"16.0"16.0" 3.5" 3.5" 30.0" 9.5" 8.0" 2.5" 2.0" 5.0" c z2z 110 B.5' 8.5" 5.0" 5,5" 110 15.0"14.5" 3.5" 3.0" 9.0" 9.0" B.0" 2.0" 2.0" 5.0" 7.5" 6.0" 2.0" 4.0" io.T 0 t7 200 7.5" 6.D" 2.0" 4.0" 7.5" 6.0" 2.0" 4.0" 7.5" 6.0" 2.0" 4.0" 2"MIN EDGE DISTANCE #14 SMS[#14 WOOD SCREW 4B 16.0"Sfi.0" 9.5" 16.0"16.0"16.0 6,D" 5.5 16.0"11.0 11.5 3.5" 3.5' 7.0" G C1 C2 C3 04 CS C1 C2 C3 C4 CS C1 C2 C3 C4 CS p OR 1/4'YDWERS TAPPER+ 62 16,0"16.0" 7.0" 6.5" 16.0"14.0"15.0" 4.S' 4.0" 9.5" 8.0" 7.0" 2.5" 2.5" 4.5" ❑ WITH 1-3/4"MIN THREAD . 4+ #12 SMS W/2"EYEWALL 48 16.0"16.0 10.5"10.5"16.0"16.0 16,0 6.5" 6.5 16.0"12.5"12.5' 4.0 3.5 7.5" 3 PENETRATION 72 16.0"16.0" 5.5" 5.5" 16.0"11.0"13.5" 3.5" 3.5" 7.0" 6.5" 5.5" 2.0•' 2.0" 3.5' ARMOR INSERT W/2"EMBED 62 16.0"16.0 7.5" 7.5" 16.0 15.5 16.0 5.0 4.5 30.5 9,0" 8.0" 3.0" 5.0" 110 10.5"10.0" 3.5" 3.0" 6.0" fi.5" 5.5" 2.0" 2.0" 3.5" 5.0" 4.5" 2.0 2.5" Q Q 72 16.0 16.0 6.5 6.0 16.0"12.5"12.5" 4.0" 3.5" 7.5" 7.0" 6.5 4.0" 200 5.0" 4.5" 2.0" 2.5" 5.0 4.5 2.0 2.5" 5.0" 4.5" 2.D" 2.5" ❑ �(- (/(/ 110 11.5"11.5" 4.0" 1.5" 7.0•' 7.0" 6.0•' 3.5" A C S' LL 200 6.0" 5.0" 3.0" 6.0•' S.0" 3.D" 6.0" 5,0" 3.0" c 8 2 e0 4 2 .� ANCHOR NOTES:SEE SHEET C0PYRWFRMRLPEM VMRL 10 FOR ANCHOR NOTES. 15_2338 SCALE: PAGE DESCRIPT10Ntpap A YNJ C of tlllllllll r ROUND WINDOW J ASSEMBLY �Q � EDGE OF ACCORDION 12'MIN FROM ; C SHUTTER BLADES EDGE OF SHUTTER, EDGE OF ACCORDION = TOP OR BOTTOM SHUTTER BLADES 0.12s -{0.125° '�® C7ST OF •0.032" 0,032--}F z"'! ha� 'I0.196 i �� �/ Y 45° i `1 a a d 1 115:Xy 3 1 1 X00 � Ni W 2.875`0 HOLE TO RECEIVE ROUND 3.nS,PICAL UI Q W o z g ' L •' WINDOW ASSEMBLY 7 r m w o a LU 02.875' 41-0.188" 2.875.0 HOLE(TO RECEIVE N K 03.250- ROUND WINDOW ASSEMBLY) MAXIMUM OF 3 WINDOWS ,mn O A LIGHT-N-VIEW WINDOW PER EVERY OTHER BLADE N.T.S. SABIC PLASTICS SLX1431T-UL-94HB a Z ROUND WINDOW 2 LIGHT-N-VIEW WINDOW ASSEMBLY 13 N.T.S. EXTERIOR ELEV N n� n _ 3 2) I 1 GE MIN FROM f c � EDGE OF SHUTTER, EDGE OF ACCORDION i TqP OR BOTTOM SHUTTER BLADES Oa.@@CJ RECTANGULAR WI�DOW ASSEMBLYL 1 BLADE W ROUND WINDOW 0 0 0 o �< p N.T.S. EXTERIOR FI-EV EDGE OF ACCORDION 13 SHUTTER BLADES h-2.210'� 0 0 a a 1.210- a 0,145' 0.145` c 3.5'MIN 0 m c TYPICAL a9SL h �p� 0 All G `IoIyy1.500'x 6.000' OLE(TO � '•,J'y;L� RECEIVE RECTANGULAR W N WINDOW ASSEMBLY) MAXIMUM OF 3 WINDOWS 1.500"x 6.000•HOLE(TO RECEIVE Pi .161' PER EVERY OTHER BLADE n RECTANGULAR WINDOW ASSEMBLY) y� 'o 093" •D2°" 3 RECTANGULAR WINDOW ' p g •D o OO O o 13 N.T.S. EXTERIOR ELEV g� Eg T DIA. �y 0.500° 0,500' p I 0 1 S�x& ppyy3 �1.5•--� umi .L- --� (INT.) 6e 4 3.5-MIN.ERECTANGULAR WINDOW RECTANGULAR WINDOW NOTES: 1R fi 'I• TYPICAL ; -1 ASSEMBLY A (EXT.) 145' 1. THE RECTANGULAR WINDOW SHOWN IN o 5113 IS MADE FROM GE XL10 LEXAN WITH 1 I 0 0.355° p 0.075•MINIMUM THICKNESS. @ i 2. FRAME FOR RECTANGULAR WINDOW MAY 1 Io i, BE NYLON 6 OR POLYCARBONATE WITH A o 0.145-1 .. MINIMUM THICKNESS OF 0.161'.ATTACH CCPIPoDNIFR/NXLBB87W DOBE TO BLADE WITH(6)94 SS SCREWS OR 15-2338 L---J 1.856° 0.177• .355' BOLTS WITH NUTS. _ RCALe: 8 A SECTION A-A PAGe DESCRIPTION] € 4 BLADE W/ RECT. WINDOW 5 RECTANGULAR WINDOW is n 13 N.T.S. EXTERIOR ELEV 13 N.T.S. EXTERIOR ELEV ^